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contributor authorSritawat Kitipornchai
contributor authorChien Ming Wang
contributor authorNicholas S. Trahair
date accessioned2017-05-08T20:51:58Z
date available2017-05-08T20:51:58Z
date copyrightApril 1986
date issued1986
identifier other%28asce%290733-9445%281986%29112%3A4%28781%29.pdf
identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/29767
description abstractThe paper investigates the elastic lateral buckling of simply supported monosymmetric I‐beams under moment gradient. Independent solutions are obtained using the finite integral method and the Rayleigh‐Ritz energy approach. The elastic buckling moments depend on the degree of beam monosymmetry, ρ, the beam parameter,
publisherAmerican Society of Civil Engineers
titleBuckling of Monosymmetric I‐Beams under Moment Gradient
typeJournal Paper
journal volume112
journal issue4
journal titleJournal of Structural Engineering
identifier doi10.1061/(ASCE)0733-9445(1986)112:4(781)
treeJournal of Structural Engineering:;1986:;Volume ( 112 ):;issue: 004
contenttypeFulltext


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